Bridge Statistics for Magnolia, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 217ft / 66.2mTotal length
- $1,475,000Total costs
- 60,603Total average daily traffic
- 2,588Total average daily truck traffic
- 76,900Total future (year 2006) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Magnolia
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 31950-1959
- 31970-1979
- 11980-1989
- 61990-1999
- 32000-2009
- 42010-2019
- 12020-2022
- Bridge Condition - Deck
- 81.3%Good
- 18.8%Satisfactory
- Bridge Condition - Superstructure
- 12.5%Very good
- 81.3%Good
- 6.3%Satisfactory
- Bridge Condition - Substructure
- 50.0%Very good
- 37.5%Good
- 12.5%Satisfactory
- Bridge Condition - Channel
- 39.1%Very good
- 34.8%Good
- 26.1%Satisfactory
- Bridge Condition - Culverts
- 14.3%Very good
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Fair
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Structure Number: 4608, Location: 1.2 MI N JCT 15 & 200 (Lat: 33.244333, Lng: -93.270308), Route carried "on" structure: County highway 15, Year Built: 1988, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,661 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 255 (year 2007), Design Load: HS 20, Features Intersected: NATIONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.004, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4608, Location: 1.2 MI N JCT 15 & 200 (Lat: 33.244333, Lng: -93.270308), Route carried "on" structure: County highway 15, Year Built: 1988, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 1,661 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 255 (year 2007), Design Load: HS 20, Features Intersected: NATIONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.004, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5232, Location: 1.5 MI N BUSSEY (Lat: 33.164678, Lng: -93.443939), Route carried "on" structure: US 371, Year Built: 1972, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,523 (year 2028), Design Load: HS 20, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.628, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5232, Location: 1.5 MI N BUSSEY (Lat: 33.164678, Lng: -93.443939), Route carried "on" structure: US 371, Year Built: 1972, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 2,523 (year 2028), Design Load: HS 20, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.628, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5679, Location: 1.8 MI W JCT SH 19 (Lat: 33.269092, Lng: -93.272100), Route carried "on" structure: US 371, Year Built: 1978, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,445 (year 2028), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.098, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 17, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5679, Location: 1.8 MI W JCT SH 19 (Lat: 33.269092, Lng: -93.272100), Route carried "on" structure: US 371, Year Built: 1978, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,445 (year 2028), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.098, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 17, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6363, Location: 1.0 W OF MAGNOLIA (Lat: 33.302436, Lng: -93.252786), Route carried "on" structure: US 371, Year Built: 1993, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,045 (year 2028), Design Load: HS 20, Features Intersected: BARLOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.877, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 6363, Location: 1.0 W OF MAGNOLIA (Lat: 33.302436, Lng: -93.252786), Route carried "on" structure: US 371, Year Built: 1993, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,045 (year 2028), Design Load: HS 20, Features Intersected: BARLOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.877, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
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Structure Number: 6364, Location: 3 MILES NORTH MAGNOLIA (Lat: 33.320747, Lng: -93.260514), Route carried "on" structure: US 371, Year Built: 1992, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,045 (year 2028), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.704, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6364, Location: 3 MILES NORTH MAGNOLIA (Lat: 33.320747, Lng: -93.260514), Route carried "on" structure: US 371, Year Built: 1992, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,045 (year 2028), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.704, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6365, Location: 3.25 MI NORTH MAGNOLIA (Lat: 33.321878, Lng: -93.261581), Route carried "on" structure: US 371, Year Built: 1992, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,045 (year 2028), Design Load: HS 20, Features Intersected: Big Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6365, Location: 3.25 MI NORTH MAGNOLIA (Lat: 33.321878, Lng: -93.261581), Route carried "on" structure: US 371, Year Built: 1992, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,045 (year 2028), Design Load: HS 20, Features Intersected: Big Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.543, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6642, Location: 2.0 M SW OF JCT US 79 (Lat: 33.237519, Lng: -93.251000), Route carried "on" structure: State highway 19, Year Built: 1997, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 2,523 (year 2028), Design Load: HS 20, Features Intersected: Nations Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.067, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 6642, Location: 2.0 M SW OF JCT US 79 (Lat: 33.237519, Lng: -93.251000), Route carried "on" structure: State highway 19, Year Built: 1997, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 2,523 (year 2028), Design Load: HS 20, Features Intersected: Nations Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.067, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
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Structure Number: 6643, Location: 137 M SW US 79 (Lat: 33.238972, Lng: -93.248969), Route carried "on" structure: State highway 19, Year Built: 1997, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 2,523 (year 2028), Design Load: HS 20, Features Intersected: Nations Crk Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 6643, Location: 137 M SW US 79 (Lat: 33.238972, Lng: -93.248969), Route carried "on" structure: State highway 19, Year Built: 1997, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 2,523 (year 2028), Design Load: HS 20, Features Intersected: Nations Crk Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
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Structure Number: 7361, Location: .10 MI E JCT OF US 79 (Lat: 33.264358, Lng: -93.215428), Route carried "on" structure: US 82, Year Built: 2019, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 5,338 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 11,000 (year 2035), Design Load: HL 93, Features Intersected: NATION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.603, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7361, Location: .10 MI E JCT OF US 79 (Lat: 33.264358, Lng: -93.215428), Route carried "on" structure: US 82, Year Built: 2019, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 5,338 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 11,000 (year 2035), Design Load: HL 93, Features Intersected: NATION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.603, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23083, Location: 0.5 mi E jct 29 & 78 (Lat: 33.243819, Lng: -93.316367), Route carried "on" structure: County highway 78, Year Built: 2007, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 264 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 168 (year 2007), Design Load: H 15, Features Intersected: Big Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.235, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 23083, Location: 0.5 mi E jct 29 & 78 (Lat: 33.243819, Lng: -93.316367), Route carried "on" structure: County highway 78, Year Built: 2007, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 264 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 168 (year 2007), Design Load: H 15, Features Intersected: Big Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.235, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 23111, Location: 0.1 mi W Jct. Washington (Lat: 33.282828, Lng: -93.240928), Route carried "on" structure: City street 23440, Year Built: 2007, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 740 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,389 (year 2007), Features Intersected: Sue Branch, Facility Carried by Structure: Col.GreeneSt. Z-D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23111, Location: 0.1 mi W Jct. Washington (Lat: 33.282828, Lng: -93.240928), Route carried "on" structure: City street 23440, Year Built: 2007, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 740 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,389 (year 2007), Features Intersected: Sue Branch, Facility Carried by Structure: Col.GreeneSt. Z-D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23238, Location: 0.06 MI E JCT US 79 (Lat: 33.299161, Lng: -93.202081), Route carried "on" structure: City street 16870, Year Built: 2008, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 730 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 800 (year 2038), Features Intersected: NATIONS CREEK, Facility Carried by Structure: Magnolia DudneyRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.352, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23238, Location: 0.06 MI E JCT US 79 (Lat: 33.299161, Lng: -93.202081), Route carried "on" structure: City street 16870, Year Built: 2008, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 730 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 800 (year 2038), Features Intersected: NATIONS CREEK, Facility Carried by Structure: Magnolia DudneyRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.352, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23251, Location: 3.54 mi. E of JCT 11 & 79 (Lat: 33.224311, Lng: -93.173319), Route carried "on" structure: County highway 11, Year Built: 2013, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 970 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2007), Features Intersected: Horsehead Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 23251, Location: 3.54 mi. E of JCT 11 & 79 (Lat: 33.224311, Lng: -93.173319), Route carried "on" structure: County highway 11, Year Built: 2013, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 970 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2007), Features Intersected: Horsehead Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 23426, Location: .3 mi. S jct Cr 15 & 200 (Lat: 33.220317, Lng: -93.284911), Route carried "on" structure: County highway 15, Year Built: 2010, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,661 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 55 (year 2007), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.791, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23426, Location: .3 mi. S jct Cr 15 & 200 (Lat: 33.220317, Lng: -93.284911), Route carried "on" structure: County highway 15, Year Built: 2010, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,661 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 55 (year 2007), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.791, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2344, Location: .2 mi N. Jct Emerson St. (Lat: 33.260706, Lng: -93.235736), Route carried "on" structure: City street 8420, Year Built: 2013, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 85 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,400 (year 2038), Features Intersected: Branch, Facility Carried by Structure: S.CalhounRd. Z-D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2344, Location: .2 mi N. Jct Emerson St. (Lat: 33.260706, Lng: -93.235736), Route carried "on" structure: City street 8420, Year Built: 2013, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 85 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,400 (year 2038), Features Intersected: Branch, Facility Carried by Structure: S.CalhounRd. Z-D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24131, Location: 1.9 mi E Jct CoRd 61 & 38 (Lat: 33.288025, Lng: -93.137736), Route carried "on" structure: County highway 38, Year Built: 2020, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 947 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 419 (year 2006), Features Intersected: Big Cornie Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 24131, Location: 1.9 mi E Jct CoRd 61 & 38 (Lat: 33.288025, Lng: -93.137736), Route carried "on" structure: County highway 38, Year Built: 2020, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 947 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 419 (year 2006), Features Intersected: Big Cornie Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: A1046, Location: 0.5 MI NO OF WALKER , ARK (Lat: 33.237961, Lng: -93.229681), Route carried "on" structure: US 79, Year Built: 1956, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,847 (year 2028), Design Load: H 20, Features Intersected: NATIONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.034, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $400,000, Total Project Cost: $1,122,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A1046, Location: 0.5 MI NO OF WALKER , ARK (Lat: 33.237961, Lng: -93.229681), Route carried "on" structure: US 79, Year Built: 1956, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,847 (year 2028), Design Load: H 20, Features Intersected: NATIONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.034, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $400,000, Total Project Cost: $1,122,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M1447, Location: 0.25 MI N Jct 79B & 19 (Lat: 33.259203, Lng: -93.237289), Route carried "on" structure: Business US 79, Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,600 (year 2038), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: M1447, Location: 0.25 MI N Jct 79B & 19 (Lat: 33.259203, Lng: -93.237289), Route carried "on" structure: Business US 79, Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,600 (year 2038), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: M1519, Location: 2.5 MI E OF MAGNOLIA (Lat: 33.252539, Lng: -93.172661), Route carried "on" structure: US 82, Year Built: 1931, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,925 (year 2028), Design Load: H 15, Features Intersected: DITCHHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.836, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M1519, Location: 2.5 MI E OF MAGNOLIA (Lat: 33.252539, Lng: -93.172661), Route carried "on" structure: US 82, Year Built: 1931, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,925 (year 2028), Design Load: H 15, Features Intersected: DITCHHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.836, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M1922, Location: 1.0 MI SW JCT SH 344 &132 (Lat: 33.258381, Lng: -93.312783), Route carried "on" structure: US 371, Year Built: 1950, Year Reconstructed: 1995, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,602 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,003 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.298, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M1922, Location: 1.0 MI SW JCT SH 344 &132 (Lat: 33.258381, Lng: -93.312783), Route carried "on" structure: US 371, Year Built: 1950, Year Reconstructed: 1995, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,602 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,003 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.298, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M1923, Location: 4.0 MI W OF MAGNOLIA (Lat: 33.259803, Lng: -93.310767), Route carried "on" structure: US 371, Year Built: 1950, Year Reconstructed: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,602 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,003 (year 2028), Features Intersected: SPRING CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.057, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M1923, Location: 4.0 MI W OF MAGNOLIA (Lat: 33.259803, Lng: -93.310767), Route carried "on" structure: US 371, Year Built: 1950, Year Reconstructed: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,602 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,003 (year 2028), Features Intersected: SPRING CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.057, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: X0235, Location: 0.1 MI W JCT US 371 (Lat: 33.296428, Lng: -93.255019), Route carried "on" structure: US 82, Year Built: 1971, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,100 (year 2038), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.120, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: X0235, Location: 0.1 MI W JCT US 371 (Lat: 33.296428, Lng: -93.255019), Route carried "on" structure: US 82, Year Built: 1971, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,100 (year 2038), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.120, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: X0805, Location: .90 MI SO JCT US 82 (Lat: 33.285258, Lng: -93.234992), Route carried "on" structure: City street 28860, Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,903 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,087 (year 2028), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: N.Jackson St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $353,000
Structure Number: X0805, Location: .90 MI SO JCT US 82 (Lat: 33.285258, Lng: -93.234992), Route carried "on" structure: City street 28860, Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,903 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,087 (year 2028), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: N.Jackson St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $353,000